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The development of anti-seepage technology with geomembrane on reservoirs and dams in China
SHU Yi-ming, WU Hai-min, JIANG Xiao-zhen
2016, 38(zk1): 1-9. DOI: 10.11779/CJGE2016S1001
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Design of seepage control of upper reservior bottom of a pumped-storage power station by using geomembrane
WANG Ai-lin, WANG Ying-jun, LEI Xian-yang
2016, 38(zk1): 10-14. DOI: 10.11779/CJGE2016S1002
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Application of geomembrane in Liyang Pumped Storage Power Plant
SHI Han-xin, HU Yu-lin, CHANG Shan-shan
2016, 38(zk1): 15-20. DOI: 10.11779/CJGE2016S1003
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Progress in the cause and repair technology of channel seepage
WANG Xiao-dong, HE Yong-hui, YAN Jun, GU Fang-fang, JIANG Ya-han
2016, 38(zk1): 21-24. DOI: 10.11779/CJGE2016S1004
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Mechanical response of geomembrane seepage barrier in side slope of an evaporation pond
LI Wei-chao, WU Fu-qiang, TANG Bin, CAI Hong, XIE Ding-song
2016, 38(zk1): 25-29. DOI: 10.11779/CJGE2016S1005
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Model tests on failure properties of geomembrane anchorage due to clamping effect in surface barrier of high rock-fill dam
WU Hai-min, SHU Yi-ming, TENG Zhao-ming, JIANG Shan-ping, LIU Yun-feng
2016, 38(zk1): 30-36. DOI: 10.11779/CJGE2016S1006
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Application of composite geomembrane in seepage control of slag dam
LIANG Lun-fa, LI Hua-yan, SHI Han-xin, ZHOU Ying, DOU Can
2016, 38(zk1): 37-41. DOI: 10.11779/CJGE2016S1007
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Stochastic analysis of contact force between geomembrane and particle underlayer based on principle of maximum entropy
JIANG Xiao-zhen, SHU Yi-ming
2016, 38(zk1): 49-55. DOI: 10.11779/CJGE2016S1009
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Factors for anti-seepage performance of GCL
XIE Shi-ping, HE Shun-hui, ZHANG Jian
2016, 38(zk1): 56-61. DOI: 10.11779/CJGE2016S1010
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Optimization of PVC geomembrane specimens for biaxial tensile tests
ZHOU Tian-e, SHU Yi-ming, WU Hai-min, ZHANG Xian-lei, LIU Yun-feng, HAO Xue-hang
2016, 38(zk1): 62-68. DOI: 10.11779/CJGE2016S1011
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Zhengzhou 1st section of The South-to-North Water Diversion Project engineering seepage control and drainage design research
ZHANG Yan-feng, HOU Yong-mei, ZHANG Ting-ting
2016, 38(zk1): 69-73. DOI: 10.11779/CJGE2016S1012
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Application of 3D solid water seepage method in construction of fine fraction tailings dam
YU Xin-zhou
2016, 38(zk1): 74-78. DOI: 10.11779/CJGE2016S1013
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Adsorption and isolation of GCL on copper ions
HE Shun-hui, XIE Shi-ping, ZHANG Jiang
2016, 38(zk1): 79-82. DOI: 10.11779/CJGE2016S1014
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Properties of nanosilica-reinforced polyurethane by in-situ preparation and its application in polyurethane grouting
LI Ya-di, LI Jia-jin, CHEN Ding-ding, FAN Ren-xiang, SANG Guo-long, NI Jian-ming, DING Yun-sheng
2016, 38(zk1): 83-86. DOI: 10.11779/CJGE2016S1015
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Model test on filtration fabrics of drainage board in reinforcement of soft soil foundation
CUI Shi-ping
2016, 38(zk1): 87-93. DOI: 10.11779/CJGE2016S1016
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Application of removable filters in drainage wells
DING Pei-zhong, ZHOU Mi, ZHANG Wei, ZHU Guo-sheng
2016, 38(zk1): 94-98. DOI: 10.11779/CJGE2016S1017
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Back analysis of Terzaghi consolidation coefficient
ZHANG Wei-min, GU Xing-wen, WANG Fang
2016, 38(zk1): 99-103. DOI: 10.11779/CJGE2016S1018
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Application of three-dimensional composite drainage net in reservoir bottom seepage prevention system of Liyang Pumped Storage Power Plant
SHI Han-xin, LI Xiang, HU Yu-lin, WANG Xiao-ping
2016, 38(zk1): 104-108. DOI: 10.11779/CJGE2016S1019
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Effect of unsymmetrically biaxial tension on percent open area of geotextiles
ZHAO Wen-fang, TANG Xiao-wu, BAI Bin
2016, 38(zk1): 109-113. DOI: 10.11779/CJGE2016S1020
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Performance indices and test method for reverse check valves
CHENG Yong-hui, GUO Peng-jie, ZHANG Wei
2016, 38(zk1): 114-118. DOI: 10.11779/CJGE2016S1021
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Multifunctional permeability test apparatus for geotextiles under biaxial tension
LEI Guo-hui, WU Gang, JIANG Hong, MAO Jia-feng
2016, 38(zk1): 119-124. DOI: 10.11779/CJGE2016S1022
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Physical and mechanical properties of core and filter membrane for plastic vertical drains
WANG Jing, LI Tao
2016, 38(zk1): 125-129. DOI: 10.11779/CJGE2016S1023
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Comparative tests on reinforcement effects of integral and ordinary plastic drainage boards
LIU Ai-min, LIANG Ai-hua, YIN Chang-quan
2016, 38(zk1): 130-133. DOI: 10.11779/CJGE2016S1024
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Influence of biaxial tensile strains on pore size parameters of woven geotextiles
TANG Lin, TANG Xiao-wu, QU Shao-xing
2016, 38(zk1): 134-140. DOI: 10.11779/CJGE2016S1025
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Application of vacuum preloading with vertical drains in soft soil foundation of rapid-transit tram and numerical simulation
ZHUANG Yan, WANG Xiao-dong, CUI Xiao-yan
2016, 38(zk1): 141-146. DOI: 10.11779/CJGE2016S1026
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Laboratory model tests and mechanism of infiltration clogging effect of clayey soil
ZHAI Chao, GUO Wei-feng, YAN Chi
2016, 38(zk1): 147-151. DOI: 10.11779/CJGE2016S1027
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Theory and design method for electro-osmotic consolidation
ZHUANG Yan-feng
2016, 38(zk1): 152-155. DOI: 10.11779/CJGE2016S1028
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Determination methods for effective opening size of geotextiles
SU Shu-qing, WU Wei-jun
2016, 38(zk1): 156-159. DOI: 10.11779/CJGE2016S1029
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Application of geotechnical synthetic materials in construction of sponge city
YAN Fei
2016, 38(zk1): 160-162. DOI: 10.11779/CJGE2016S1030
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Experimental study on radial consolidation of soil around drainage plate
CHEN Lei, ZHANG Fu-hai, LI Zhi-peng, AN Yan-yong, LI Yu-long
2016, 38(zk1): 163-168. DOI: 10.11779/CJGE2016S1031
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Application and analysis of the geotextile composite cushion in the ground improvement of the new dredger fill
CHEN Yun-tao, WANG Gui-jun, MENG Fan-qiang, XU Yan
2016, 38(zk1): 169-172. DOI: 10.11779/CJGE2016S1032
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Design methods for soft mattress in deep water and immersion along flow conditions
HUANG Zhao-biao, CHAI Hua-feng, LI Feng-hua
2016, 38(zk1): 173-176. DOI: 10.11779/CJGE2016S1033
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Comprehensive application of geosynthetics in solidified soil sea dike projects
LIU Ai-min, LIANG Ai-hua
2016, 38(zk1): 177-180. DOI: 10.11779/CJGE2016S1034
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Information construction technology for flat geotube embankments in estuarial and coastal areas
LIU Xin-xin, SHU Yi-ming, WU Xing-yuan, SHEN Da-yi, WU Hai-min
2016, 38(zk1): 181-188. DOI: 10.11779/CJGE2016S1035
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Structure and construction of sunken fascine mattress on ice
ZHONG Hua, ZHANG Bin, ZHANG Shou-jie, YU Ning, SU An-shuang
2016, 38(zk1): 189-194. DOI: 10.11779/CJGE2016S1036
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Impervious structure of reservoir embankment in soft soil foundation of Yangtze Estuary
LU Jian-hui, RUAN Long-fei, WANG Yong-qing
2016, 38(zk1): 195-202. DOI: 10.11779/CJGE2016S1037
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Design and calculation methods of geotextile tubes
LIU Wei-chao, YANG Guang-qing, TANG Jin-song, ZHAO Yu
2016, 38(zk1): 203-208. DOI: 10.11779/CJGE2016S1038
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Field model tests on effective dewatering technology of geotextile tube filled by soil with high clay (silt) particle content
WU Hai-min, SHU Yi-ming, CHANG Guang-pin, LIU Yun-feng, LIU Xin-xin, GU Ke
2016, 38(zk1): 209-215. DOI: 10.11779/CJGE2016S1039
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Integrated protection technology for expansive soil slopes in seasonally frozen zones
XU Li-li, LIU Li-jia, XU Zhao-wei, ZHANG Bin
2016, 38(zk1): 216-220. DOI: 10.11779/CJGE2016S1040
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Application and analysis of new type filter structure in slope protection engineering
LI Biao, CHAI Hua-feng, LIU Lin-shuang
2016, 38(zk1): 221-224. DOI: 10.11779/CJGE2016S1041
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Characteristic analysis and control measures for debris flow in Baitan Gully of Wudongde Hydropower Station
LIU Bo, NIU Yun-hua, WANG Ke, DAI De-fu
2016, 38(zk1): 225-230. DOI: 10.11779/CJGE2016S1042
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Shear strength characteristics of basalt fiber-reinforced clay
GAO Lei, HU Guo-hui, YANG Chen, XIANG Chao, FU Jun-yi, XU Nan
2016, 38(zk1): 231-237. DOI: 10.11779/CJGE2016S1043
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Experimental apparatus and methods for scour of seams between tubes of punctured geotube dam
MAN Xiao-lei, SHU Yi-ming, LI Shao-peng, HAO Xue-hang, YANG Fan, YU Cheng-liang
2016, 38(zk1): 238-243. DOI: 10.11779/CJGE2016S1044
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Simulation of reducing release of internal source in lake by geocell
SHI Ke, FANG Lei, XIA Yu-ming
2016, 38(zk1): 244-247. DOI: 10.11779/CJGE2016S1045
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The application of geomembrane combined with anti slide pile structure in soil slopes treatment and bridge foundationand protection in expansive soil area
XIA Yan, LIU Hai-xiao, LIU Jun
2016, 38(zk1): 248-252. DOI: 10.11779/CJGE2016S1046
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